Consider 2 which shows a pipe system connecting two reservoirs. The pipe diameter changes at point B as shown in the image 10 cm 23 m NOT TO SCALE Figure 2: 9 m 6 cm 3 m 1. Describe what is referred to by the hydraulic gradient line and the energy gradient line. What is the difference between the two levels? In what scenario will the energy and hydraulic grade lines coincide? 2. Calculate the velocities in the two segments of the pipe. Take into account the friction losses through the pipe, entry loss to the pipe and the shock contraction losses at B. Take the pipe friction factor as 0.005 and the coefficient of contraction at B as 0.6. 3. Draw the energy gradient line and the hydraulic gradient line for the system.

Elements Of Electromagnetics
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ISBN:9780190698614
Author:Sadiku, Matthew N. O.
Publisher:Sadiku, Matthew N. O.
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Question 3
Consider 2 which shows a pipe system connecting two reservoirs. The pipe
diameter changes at point B as shown in the image
A
10 cm
23 m
NOT TO SCALE
Figure 2:
9 m
6 cm
с
3 m
1. Describe what is referred to by the hydraulic gradient line and the energy
gradient line. What is the difference between the two levels? In what
scenario will the energy and hydraulic grade lines coincide?
2. Calculate the velocities in the two segments of the pipe. Take into account
the friction losses through the pipe, entry loss to the pipe and the shock
contraction losses at B. Take the pipe friction factor as 0.005 and the
coefficient of contraction at B as 0.6.
3. Draw the energy gradient line and the hydraulic gradient line for the
system.
Transcribed Image Text:Question 3 Consider 2 which shows a pipe system connecting two reservoirs. The pipe diameter changes at point B as shown in the image A 10 cm 23 m NOT TO SCALE Figure 2: 9 m 6 cm с 3 m 1. Describe what is referred to by the hydraulic gradient line and the energy gradient line. What is the difference between the two levels? In what scenario will the energy and hydraulic grade lines coincide? 2. Calculate the velocities in the two segments of the pipe. Take into account the friction losses through the pipe, entry loss to the pipe and the shock contraction losses at B. Take the pipe friction factor as 0.005 and the coefficient of contraction at B as 0.6. 3. Draw the energy gradient line and the hydraulic gradient line for the system.
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